HIGHWAYS RESEARCH STATION B-8

Name of Work :

MIX GRADING Date :

Item of Work : GSB -V Location:
Weight of sample : 11046
Sieve Weight % of MORTH limit
% of
Size retained cum.wt % of passing Grade I Grade II Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
75 0 0.00 0.00 0.00 100
53 529 4.79 4.79 95.21 80-100
26.5 1218 11.03 15.82 84.18 55-90
9.5 3020 27.34 43.16 56.84 35-65
4.75 1889 17.10 60.26 39.74 25-55
2.36 2776 25.13 85.39 14.61 10 -20
0.85 540 4.89 90.28 9.72 2 -10
0.425 743 6.73 97.01 2.99 0-5
pan 331 -
Total 11046
Weight of sample : 12468
Sieve Weight % of MORTH limit
% of Grade I Grade II
Size retained cum.wt % of passing Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
75 0 0.00 0.00 0.00 100
53 1100 8.82 8.82 91.18 80-100
26.5 1176 9.43 18.25 81.75 55-90
9.5 2662 21.35 39.60 60.40 35-65
4.75 1174 9.42 49.02 50.98 25-55
2.36 4190 33.61 82.63 17.37 10 -20
0.85 1359 10.90 93.53 6.47 2 -10
0.425 761 6.10 99.63 0.37 0-5
pan 46 -
Total 12468
Observations Action taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-8
Name of Work :

MIX GRADING Date :

Item of Work : WMM Location:
Weight of sample : 9720
Sieve Weight % of MORTH limit
% of
Size retained cum.wt % of passing Grade I Grade II Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
53 0 0.00 0.00 0.00 100
45 330 3.40 3.40 96.60 95-100
22.4 2474 25.45 28.85 71.15 60 - 80
11.2 2378 24.47 53.32 46.68 40 - 60
4.75 837 8.61 61.93 38.07 25-40
2.36 1807 18.59 80.52 19.48 15 -30
0.6 1040 10.70 91.22 8.78 8 -22
0.075 612 6.30 97.52 2.48 0-5
pan 242 -
Total 9720
Weight of sample : 9511
Sieve Weight % of MORTH limit
% of Grade I Grade II
Size retained cum.wt % of passing Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
53 0 0.00 0.00 0.00 100
45 263 2.76 2.76 97.24 95-100
22.4 2209 23.23 25.99 74.01 60 - 80
11.2 2627 27.62 53.61 46.39 40 - 60
4.75 1240 13.04 66.65 33.35 25-40
2.36 1517 15.95 82.60 17.40 15 -30
0.6 461 4.85 87.45 12.55 8 -22
0.075 1055 11.09 98.54 1.46 0-5
pan 139 -
Total 9511
Observations Action taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-6
Name of Work :
2
4
MIX PROPORTION Date :
Item of Work : WMM Location :
MORTH
37.5mm 26.5mm 19mm/20mm 11.2/13.2mm 6.70mm Quarry fines Total limit
Sieve 100
% Passing 0 % Passing 0 % Passing 40 % Passing 15 % Passing 25 % Passing 20 Remarks
Size mm
Grading 2
% Passing 0 % Passing 0 % Passing 40 % Passing 15 % Passing 25 % Passing 20 (50-75 mm)

###
53 0 0 0 0 100 40 100 15 100 25 100 20 100.00 100 ###
45 0 0 0 0 100 40 100 15 100 25 100 20 96.73 95-100 ###
22.4 0 0 0 0 25.98 10.39 100 15 100 25 100 20 70.39 60-80 ###
11.2 0 0 0 0 0 0 50.67 7.60 100 25 100 20 52.60 40-60 ###
4.75 0 0 0 0 0 0 0 0 38.44 9.61 100 20 29.61 25-40 ###
2.36 0 0 0 0 0 0 0 0 6.68 1.67 96.3 19.26 25.94 15-35 ###
0.6 0 0 0 0 0 0 0 0 0 0 70.75 14.15 14.15 8--22 ###
0.075 0 0 0 0 0 0 0 0 0 0 36.25 7.25 7.25 3--10 ###
pan -

Mix Proportion for DBM Max Lab Density in gm/cc OBC in % (As per J M F) Remarks

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-5a
Name of Work :

GRADATION TEST
Item of Work : WMM Gr I Location : Date :
Aggregate : 37.5mm size Weight of sa 8709
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing
(mm) (gm)

53 0 100 0
45 0 0 100 0
22.4 0 0 100 0
11.2 0 0 100 0
4.75 0 0 100 0
2.36 0 0 100 0
0.6 0 0 100 0
0.075 0 0 100 0
pan
Total

Aggregate :19- 20mm size Weight of sa 11633

Weight % of % of % of
Sieve Size
retained wt.Rtg cum.Rtg passing Remarks
(mm)
(gm)

53 0 0 100

45 0 0 0 100

22.4 6446 74.02 74.02 25.98

11.2 2263 25.98 100 0

4.75 0 0 100 0

2.36 0 0 100 0

0.6 0 0 100 0

0.075 0 0 100 0

pan
Total

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-5b
Name of Work :

GRADATION TEST
Item of Work : WMM Gr I Location : Date :
Aggregate : 11.2 - 13.2 size Weight of sa 10120
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

53 0 0 0 100

45 0 0 0 100

22.4 0 0 0 100

11.2 4992 49.33 49.33 50.67

4.75 10120 100 100 0

2.36 0 0 100 0

0.6 0 0 100 0

0.075 10120 100 100 0

pan
Total
Aggregate : 6.7 mm size Weight of sa 12757
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

53 0 0 100

45 0 0 100

22.4 0 0 0 100

11.2 0 0 0 100

4.75 7853 61.56 61.56 38.44

2.36 4052 31.76 93.32 6.68

0.6 852 6.68 100 0

0.075 0 0 100 0

pan
Total
 Tested and calculated by Checked by

HIGHWAYS RESEARCH STATION A-5c

Name of Work :

GRADATION TEST
Item of Work : WMM Gr I Location : Date :
Aggregate : Quarry Fines Weight of sa 8590
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

53 0 0 100

45 0 0 100

22.4 0 0 100

11.2 0 0 100

4.75 0 0 0 100

2.36 318 3.7 3.7 96.3

0.6 2195 25.55 29.25 70.75

0.075 2964 34.5 63.75 36.25

pan 3114 36.25 100 0

Total

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-6
Name of Work :
2
4
MIX PROPORTION Date :
Item of Work : GSB Gr I Location :
MORTH
Sieve 45mm/37.5mm 26.5mm 19mm/20mm 11.2/13.2mm 6.70mm Quarry fines Total limit
Remarks
Size mm
% Passing 50 % Passing 0 % Passing 30 % Passing 25 % Passing 55 % Passing 45 205

###
75 100 24.39 0 0 100 14.63 100 12.2 100 26.83 100 21.95 100.00 100 ###
53 81.92 19.98 0 0 100 14.63 100 12.2 100 26.83 100 21.95 95.59 80-100 ###
26.5 0 0 0 0 100 14.63 100 12.2 100 26.83 100 21.95 75.43 55-90 ###
9.5 0 0 0 0 0 0 39.26 4.79 91.95 24.67 100 21.95 51.41 35-65 ###
4.75 0 0 0 0 0 0 0 0 34.66 9.30 96.54 21.19 30.49 25-55 ###
2.36 0 0 0 0 0 0 0 0 0 0 95.72 21.01 21.01 20-40 ###
0.425 0 0 0 0 0 0 0 0 0 0 53.08 11.65 11.65 10--25 ###
0.075 0 0 0 0 0 0 0 0 0 0 30.89 6.78 6.78 3--10 ###
pan -

Mix Proportion for DBM Max Lab Density in gm/cc OBC in % (As per J M F) Remarks

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-5a
Name of Work :

GRADATION TEST
Item of Work : WMM Gr I Location : Date :
Aggregate : 45mm/37.5mm size Weight of sa 8038
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing
(mm) (gm)

75 0 0 100
53 1453 18.08 18.08 81.92
26.5 6585 81.92 100 0
9.5 0 0 100 0
4.75 0 0 100 0
2.36 0 0 100 0
0.425 0 0 100 0
0.075 0 0 100 0
pan
Total

Aggregate :19- 20mm size Weight of sa 11106

Weight % of % of % of
Sieve Size
retained wt.Rtg cum.Rtg passing Remarks
(mm)
(gm)

75 0 0 100

53 0 0 0 100

26.5 0 0 0 100

9.5 8038 100 100 0

4.75 0 0 100 0

2.36 0 0 100 0

0.425 0 0 100 0

0.075 0 0 100 0

pan
Total

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION A-5b
Name of Work :

GRADATION TEST
Item of Work : WMM Gr I Location : Date :
Aggregate : 11.2 - 13.2 size Weight of sa 8015
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

75 0 0 0 100

53 0 0 0 100

26.5 0 0 0 100

9.5 4868 60.74 60.74 39.26

4.75 8015 100 100 0

2.36 0 0 100 0

0.425 0 0 100 0

0.075 8015 100 100 0

pan
Total
Aggregate : 6.7 mm size Weight of sa 7913
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

75 0 0 100

53 0 0 100

26.5 0 0 0 100

9.5 637 8.05 8.05 91.95

4.75 4533 57.29 65.34 34.66

2.36 2743 34.66 100 0

0.425 0 0 100 0

0.075 0 0 100 0

pan
Total
 Tested and calculated by Checked by

HIGHWAYS RESEARCH STATION A-5c

Name of Work :

GRADATION TEST
Item of Work GSB Location : Date :
Aggregate : Quarry Fines Weight of sa 7684
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

75 0 0 100

53 0 0 100

26.5 0 0 100

9.5 0 0 100

4.75 266 3.46 3.46 96.54

2.36 63 0.82 4.28 95.72

0.425 3276 42.64 46.92 53.08

0.075 1705 22.19 69.11 30.89

pan 2374 30.89 100 0

Total

Tested and calculated by Checked by

Division
Sub division
Name of work Improvements to Kangayam Kodumudi road
Estimate amount Scheme
Date
Location

OBC in %
Field (As per
Binder Lab density specification
Mix Proposition content density needed s )
BM YES 1:2:3:1 3.3 2.1 1.1 8.1
DBM NO 1:2:1:2 4.9 2.2 1.2 8.2
SDBC NO 1:2:3:3 5.05 2.3 2.385 8.3
BC NO 1:2:3:4 5.4 2.4 1.4 8.4

MORTH
Specifica
Test Value tions
Water Absorption
Test 1.5 2% max
Aggregate Impact
Value 20 30% max
Combined Flakiness
Index and
Elongation Index
value 18 30% max
Penetration Value
Softening Point°C
Stripping Value(%)
Kodumudi road

Marshall
Stability Flow in Depth width in
in Kgs mm in mm mm
1 11 51 101
2 12 52 102
3 13 53 103
4 14 54 104
 HIGHWAYS RESEARCH STATION B-1
QC REGISTER
DIVISION : SUBDIVISION :
NAME OF WORK :

ESTIMATE AMOUNT : SCHEME :

NATURE OF IMPROVEMENTS : Wdg /Stg /Impts -- /RS / LS/Centre portion/Formation

PROVISIONS AS PER ESTIMATE :

Item of work Thickness in mm Remarks

NAME OF THE CONTRACTOR :

DATE OF AGREEMENT :

DATE OF COMMENCEMENT :

DATE OF COMPLETION :

LIABILITY PERIOD :
HIGHWAYS RESEARCH STATION B-2
Name of Work :

Item of Work : BM
S.NO Surveillance Observations

1 Spread layer thickness is acceptable

2 Temperature at break down rolling is within specifications

3 No segregation during transport

5 No segregation during Paving

6 Check Lines and levels at frequent intervals

Quality Control Test and Frequency

S.NO Test Frequency

Two Samples per lot / Some tests as directed by

1 Quality of bituminous binder
the Engineer

2 Aggregate impact Value One test per 50 m³ of aggregate

3 Flakiness & Elongation Index One test per 50 m³ of aggregate

4 Water absorption of aggregate One test for each source

5 Mix grading Minimum of two tests Per day

6 Stripping Value One test for each source

Temperature of binder in
7 boiler,aggregate in dryer and mix at the At regular intervals
time of laying and compaction

8 Binder Content Minimum Two test per day

 9 Density of Compacted layer One Test per 250 m² area.

Quality Control Test and Frequency

S.NO Test Frequency

1 Quality of bituminous binder One test per lot

2 Aggregate impact Value One test per 350 m³ of aggregate

3 Flakiness & Elongation Index One test per 350 m³ of aggregate

4 Water absorption of aggregate One test for each source

5 Mix grading Minimum of two tests Per day

6 Stripping Value One test for each mix design

Temperature of binder in
7 boiler,aggregate in dryer and mix at the At regular interval
time of laying and compaction

8 Binder Content Two test per day

9 Density of Compacted layer One Test per 250 m² area.

 HIGHWAYS RESEARCH STATION B-3
Name Of Work :
Improvements to Kangayam Kodumudi road

LAB DENSITY BY MARSHALL METHOD

Item Of Work: BM

Description Lab value

Mix Proportion 1:2:3:3

Binder Content in % ( by Wt. of Mix ) 5.39

Lab Density in gm/cc 2.300

Reqiured Field Density in gm/cc 2.385

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B- 4
Name of Work :

Improvements to Kangayam Kodumudi road

TESTS ON BITUMINOUS MATERIAL

Type of Material : Bitumen

S.No Description Tests Test Value MORTH Specifications Remarks

1 Penetration Value 0

2 Softening Point°C 0

3 Stripping Value(%) 0%

Prepared by Checked by
 HIGHWAYS RESEARCH STATION B- 5
Name of Work :

Improvements to Kangayam Kodumudi road

TESTS ON AGGREGATES

Type of Material : Aggregate

MORTH
S.No Description of Tests Test Value Remarks
Specifications

1 Water Absorption Test 1.50% 2%

2 Aggregate Impact Value 20.00% 30%

Combined Flakiness Index and

3 18.00% 30%
Elongation Index value

Prepared by Checked by
 HIGHWAYS RESEARCH STATION B - 6 (a)
Name of Work :

GRADATION TEST Date :

Item of Work : GR-11 Location:
Aggregate :19-20mm (Gr-II) / 37.5 - 26.5mm
(Gr -I) Weight of sample 11207
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
(mm) wt.Rtg
(gm) Rtg
45
37.5
26.5 100

19 3250 29.00 29.00 71.00

13.2 7957 71.00 100 0
4.75
2.36
0.3
0.075
pan
Total 11207
Aggregate :11.2-13.2mm Size Weight of sample 12750
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
(mm) wt.Rtg
(gm) Rtg
45
37.5
26.5
19 100

13.2 3468 27.20 27.20 72.80

4.75 8504 66.70 93.90 6.10

2.36 778 6.10 100.00 0

0.3
0.075
pan
Total 12750

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 6(b)
Name of Work :

GRADATION TEST Date :

Item of Work : Location:
Aggregate :6.7mm Size Weight of sample 12246
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
(mm) wt.Rtg
(gm) Rtg
45

37.5

26.5

19

13.2 100.00

4.75 4715 38.50 38.50 61.50

2.36 959 7.83 46.33 53.67

0.3 4041 33.00 79.33 20.67

0.075 1674 13.67 93.00 7.00

pan 857 7.00 100.00

Total 12246

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-8
Name of Work :

MIX GRADING Date :

Item of Work : BM Location:
Weight of sample : 8437
Sieve Weight % of MORTH limit
% of
Size retained cum.wt % of passing Grade I Grade II Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
45 0 0.00 0.00 100.00 -
37.5 0 0.00 0.00 100.00 -
26.5 0 0.00 0.00 100.00 100
19 252 2.99 2.99 97.01 90-100
13.2 1930 22.87 25.86 74.14 56-88
4.75 4049 47.99 73.85 26.15 16-36
2.36 1613 19.12 92.97 7.03 4-19
0.3 314 3.72 96.69 3.31 2-10
0.075 233 2.76 99.45 0.55 0-8
pan 46 -
Total 8437
Weight of sample : 9996
Sieve Weight % of MORTH limit
% of
Size retained cum.wt % of passing Grade I Grade II Remarks
wt.Rtg (80- (50-75 mm)
(mm) (gm) Rtg
100mm)
45 0 0.00 0.00 100.00 100 -
37.5 0 0.00 0.00 100.00 90-100 -
26.5 0 0.00 0.00 100.00 75-100 100
19 449 4.49 4.49 95.51 - 90-100
13.2 1945 19.46 23.95 76.05 35-61 56-88
4.75 4655 46.57 70.52 29.48 13-22 16-36
2.36 2370 23.71 94.23 5.77 4-19 4-19
0.3 228 2.28 96.51 3.49 2-10 2-10
0.075 239 2.39 98.90 1.10 0-8 0-8
pan 110 - -
Total 9996
Observations Action taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-7
Name of work:

MIX PROPORTION Date :

Item of Work : BM Gr-11 Location :
19 -20 mm / 26.5 - MORTH limit
Sieve Size 37.5mm 11.2 -13.2mm 6 .7mm
Total Grade I Grade II Remarks
mm
% Passing 20 % Passing 50 % Passing 30 (80-100 mm) (50-75 mm)

45 - - - - - - - 100 __

37.5 - - - - - - - 90-100 __

26.5 100.00 20.00 100.00 50.00 100.00 30.00 100.00 75-100 100

19 71.00 14.20 100.00 50.00 100.00 30.00 94.20 __ 90-100

13.2 0.00 0.00 72.80 36.40 100.00 30.00 66.40 35-61 56-88

4.75 0.00 0.00 6.10 3.05 61.50 18.45 21.50 13-22 16-36

2.36 0.00 0.00 0.00 0.00 53.67 16.10 16.10 4-19 4-19

0.3 0.00 0.00 0.00 0.00 20.67 6.20 6.20 2-10 2-10

0.075 0.00 0.00 0.00 0.00 7.00 2.10 2.10 0-8 0-8

pan - -

OBC in %
Mix Proportion for BM Max Lab Density in gm/cc (As per Remarks
specifications )

Tested and calculated by

 HIGHWAYS RESEARCH STATION B-9
Name of work :

Improvements to Kangayam Kodumudi road

TEMPERATURE OF MATERIAL AND MIX Date

Item of Work : Location:
1 2 3 4 5 6 7 8 9 10
Time→ LIMITS IN °C
Type of 8:45 9:50 10:45 11:45 12:25 13:40 14:25 15:05 17:00 17:20 Grade Grade
Material↓ 65 90
Aggregate 165 163 152 154 158 154 160 151 153 155 150-170 140-165

Bitumen 162 155 159 160 164 153 157 162 163 163 150-165 140-160

Mix 164 162 158 156 162 154 160 153 158 162 Max 165 Max 155

TEMPERATURE OF MATERIAL AND MIX Date

Item of Work : Location:
1 2 3 4 5 6 7 8 9 10
Time→ LIMITS IN °C
Type of 12:45 13:30 15:15 15:55 17:05 Grade Grade
Material↓ 65 90

Aggregate 153 154 160 152 150 150-170 140-165

Bitumen 155 153 151 160 156 150-165 140-160

Mix 154 153 155 155 155 Max 165 Max 155

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 10
Name of Work :

Improvements to Kangayam Kodumudi road

BINDER CONTENT TEST
Item of work :BM Date:
SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 504.5

Weight of Aggregate after
2 487.7
extraction (gm)
Weight of Filter Paper before
3 8.1
Extraction (gm)
Weight of Filter Paper After
4 8.2
Extraction (gm) Not with
3.4
Weight of fines on filter Paper in - in Limit
5 0.1
(4-3) (gm)
Total Weight of Aggregate after
6 487.8
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 16.7
Binder content(by wt of mix)in %
8 3.31
(7/1)*100

SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 502.3

Weight of Aggregate after
2 485.2
extraction (gm)
Weight of Filter Paper before
3 8.3
Extraction (gm)
Weight of Filter Paper After
4 8.5
Extraction (gm) Not with
3.4
Weight of fines on filter Paper in - in Limit
5 0.2
(4-3) (gm)
Total Weight of Aggregate after
6 485.4
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 16.9
Binder content(by wt of mix)in %
8 3.36
(7/1)*100

Observations Action Taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 11
Name of Work :

NON - DESTRUCTIVE TESTING Date :

Item of Work : Location :
No of Passes Required :
Type of No of Passes
Field Density in gm/cc Remarks
Compaction Required

Static/
Vibrator

Required No of Passess : Field Density in gm /cc :

Density of Compacted Layer :
Lab Density Field % of Lab Required
Location in gm/cc Density Density (in %) Lab Remarks
(1) (2) (2/1)*100 Density
2.2 2.215 100.68
2.2 2.224 101.09
2.2 2.195 99.77 100.00
2.2 2.205 100.23
2.2 2.209 100.41

Temprature of Mix
Temprature in ˚C
Location Laying Rolling Remarks
Available Specification Available Specification
 Observations Action Taken

Tested and Calculated By Checked by

 HIGHWAYS RESEARCH STATION B - 12
Name of Work :

Improvements to Kangayam Kodumudi road

CORE TEST Date :

Item of Work : Location

Required Field Density / J M F Density (gm/cc ) - 10 : 1.10

Sampl
Determination
e No
UNIT 1 2 3 4 5 6

1 Core No

2 Core Chainage

3 Core Thickness mm
40

4 Weight in Air gm
1500

5 Weight in Water gm
2135

6 Volume (4-5) cc
635

7 Density (4/6) gm/cc

2.3622
Compaction(Core)
8 %
(7/10)*100 2.14746
Reqiured
9 %
Compaction

Observations Action Taken

Tested and Calculated by Checked by
 HIGHWAYS RESEARCH STATION B- 13
Name of Work :

DIMENSION CHART Date :

Item of Work : Location:

Details of Widening / strengthening :Width - on L/S , R/S , Center portion/Formation

Depth in mm Width in mm
Location
As Per As Per Remarks
in Km At site At site
Estimate Estimate

Observations Action Taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B- 14
Name of Work :

Item of Work :
S.NO Surveillance Observations
1 Conforms to job mix formula
2 Spread layer thickness is acceptable
3 Temperature at break down rolling is within specifications
5 No segregation during transport
6 No segregation during Paving
7 Check Lines and levels at frequent intervals

Quality Control Test and Frequency

S.NO Test Frequency

1 Quality of bituminous binder Two Samples per lot

2 Aggregate impact Value One test per 50 m³ of aggregate

3 Flakiness & Elongation Index One test per 50 m³ of aggregate

4 Water absorption of aggregate One test for each source

5 Mix grading Minimum of two tests Per day

6 Stripping Value One test for each Source

Temperature of binder in boiler,aggregate in dryer

7 At regular intervals
and mix at the time of laying and compaction

8 Binder Content Minimum Two test per day

9 Density of Compacted layer One Test per 250 m² area.

 HIGHWAYS RESEARCH STATION B - 15
NAME OF WORK :

Improvements to Kangayam Kodumudi road

ITEM OF WORK

JOBMIX FORMULA FOR

OBTAINED FROM

DATE OF APPROVAL

ABSTRACT OF JOBMIX FORMULA (J M F)

Data J M F value

Mix Proportion 1:2:1:2

Binder Content in % ( by Wt. of Mix ) 4.9

Reqiured Field Density in gm/cc 1.2

Marshall Stability in Kgs 2

Flow in mm 12

Prepared by Checked by
 HIGHWAYS RESEARCH STATION B - 16(a)
Name of Work :

GRADATION TEST
Item of Work : DBM Location : Date :
Aggregate : 26.5 mm / 37.5 mm size Weight of sa 7886
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing
(mm) (gm)

45 0 0 100
37.5 0 0 100
26.5 2064 26.17 26.17 73.83
19 2463 31.23 57.4 42.6
13.2 3359 42.6 100 0
4.75 0 0 100 0
2.36 0 0 100 0
0.3 0 0 100 0
0.075 0 0 100 0
pan
Total

Aggregate :19- 20mm size Weight of sa 12755

Weight % of % of % of
Sieve Size
retained wt.Rtg cum.Rtg passing Remarks
(mm)
(gm)
45 100

37.5 100

26.5 100

19 100

13.2 100

4.75 100

2.36 100

0.3 100

0.075 100

pan

Total

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 16(b)
Name of Work :

GRADATION TEST
Item of Work : DBM Location : Date :
Aggregate : 11.2 - 13.2 size Weight of sa 10743
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

45 0 0 100

37.5 0 0 100

26.5 0 0 100

19 0 0 100

13.2 0 0 100

4.75 6214 57.84 57.84 42.16

2.36 2956 27.52 85.36 14.64

0.3 1573 14.64 100 0

0.075 10743 100 100 0

pan

Total
Aggregate : 6.7 mm size Weight of sa 7884
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

45 0 0 100

37.5 0 0 100

26.5 0 0 100

19 0 0 100

13.2 0 0 100

4.75 10 0.13 0.13 99.87

2.36 3075 39 39.13 60.87

0.3 4799 60.87 100 0

0.075 0 0 100 0

pan

Total
 Tested and calculated by Checked by

HIGHWAYS RESEARCH STATION B - 16(c)

Name of Work :

GRADATION TEST
Item of Work : DBM Location : Date :
Aggregate : Quarry Fines Weight of sa 11209
Weight % of % of % of
Sieve Size retained wt.Rtg cum.Rtg passing Remarks
(mm) (gm)

45 0 0 100

37.5 0 0 100

26.5 0 0 100

19 0 0 100

13.2 0 0 100

4.75 0 0 100

2.36 0 0 100

0.3 3784 33.76 33.76 66.24

0.075 5170 46.12 79.88 20.12

pan 2255 20.12 100

Total

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B- 17
Name of Work :
2
4
MIX PROPORTION Date :
Item of Work : DBM Location :
37.5mm / 26.5 MORTH
mm 19 -20 mm 11.2 -13.2mm 6 .7mm Quarry fines Total limit
Sieve
Remarks
Size mm Grading 2
% Passing 35 % Passing 0 % Passing 25 % Passing 15 % Passing 25 (50-75 mm)

45
37.5 0 0 0 100 25 100 15 100 25 100 100
26.5 73.83 25.84 0 0 100 25 100 15 100 25 90.84 90-100
19 42.6 14.91 0 0 100 25 100 15 100 25 79.91 71-95
13.2 0 0 0 0 100 25 100 15 100 25 62.38 56-80
4.75 0 0 0 0 42.16 10.54 99.87 14.98 100 25 50.52 38-54
2.36 0 0 0 0 14.64 3.66 60.87 9.13 100 25 37.79 28-42
0.3 0 0 0 0 0 0 0 0 66.24 16.56 16.56 7--21
0.075 0 0 0 0 0 0 0 0 20.12 5.03 5.03 2--8
pan -

OBC in %
Mix Proportion for DBM Max Lab Density in gm/cc Remarks
(As per J M F)

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION
Name of Work :

MIX GRADING Date :

Item of Work : DBM Location :
Weight of sample :
Sieve Weight % of % of % of passing MORTH limits
Size retained wt.Rtg cum.Rtg Grade I Grade II
mm (gm) (80-100 (50-75 mm)
mm)
45 __
37.5 0 0.0 0.0 100.00 100
26.5 0 0.0 0.0 100.00 90-100
19 947 8.80 8.80 91.20 71-95
13.2 1845 17.14 25.94 74.06 56-80
4.75 2881 26.76 52.70 47.30 38-54
2.36 1525 14.17 66.87 33.13 28-42
0.3 2169 20.15 87.02 12.98 7-21
0.075 994 9.23 96.25 3.75 2-8
pan 404
Total 10765

Sieve Weight % of % of % of passing MORTH limits

Size retained wt.Rtg cum.Rtg Grade I Grade II
mm (gm) (80-100 (50-75 mm)
mm)
45 100 __
37.5 95-100 100
26.5 63-93 90-100
19 __ 71-95
13.2 55-75 56-80
4.75 38-54 38-54
2.36 28-42 28-42
0.3 7-21 7-21
0.075 2-8 2-8
pan
Total

Tested and calculated by Checked by

0 0 100 100
250 2.14 2.14 97.86
3827 32.74 34.88 65.12
1168 9.99 44.87 55.13
3781 32.35 77.22 22.78
835 7.14 84.36 15.64
895 7.66 92.02 7.98
697 5.96 97.98 2.02
236
11689
 B - 18

75.1
10765 5500 10765 11500

Remarks
JOBGRADE

8
8 100 100 100 100 100 100 100
8 100 100 100 100 108 100 100
8 95 71 95 95.79 90 94 90
7 75 56 75 75.25 68 79 68
6 41 43 43 43.34 51 52 51
5 33 28 33 33.36 32 35 32
4 7 9 9 9.67 12 15 12
2 3 2 3 3.47 4 6 4

Remarks
Checked by
 100
100 100
100 100
89.41 76
67.63 61
50.82 46
31.12 38
11.36 17
3.43 5
 HIGHWAYS RESEARCH STATION B - 10
Name of Work :

Improvements to Kangayam Kodumudi road

BINDER CONTENT TEST
Item of work :BM Date:
SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 502.4

Weight of Aggregate after
2 480
extraction (gm)
Weight of Filter Paper before
3 7.3
Extraction (gm)
Weight of Filter Paper After
4 7.7
Extraction (gm) Not with
4.48
Weight of fines on filter Paper in - in Limit
5 0.4
(4-3) (gm)
Total Weight of Aggregate after
6 480.4
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 22
Binder content(by wt of mix)in %
8 4.38
(7/1)*100

SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 508.9

Weight of Aggregate after
2 485.5
extraction (gm)
Weight of Filter Paper before
3 7.5
Extraction (gm)
Weight of Filter Paper After
4 7.8
Extraction (gm) With in
4.48
Weight of fines on filter Paper in - Limit
5 0.3
(4-3) (gm)
Total Weight of Aggregate after
6 485.8
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 23.1
Binder content(by wt of mix)in %
8 4.54
(7/1)*100

Observations Action Taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 19(a)
Name of Work :

GRADATION TEST Date :

Item of Work :BC Location:
Aggregate :19 - 20 mm Size Weight of samp 8339
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
mm wt.Rtg
(gm) Rtg
26.5 0 0 0 100
19 0 0 0 100.00
13.2 6775 81.25 81.25 18.75
9.5 1564 18.75 100 0.00
4.75 0 0 100 0.00
2.36 0 0 100 0
1.18 0 0 100 0
0.6 0 0 100 0
0.3 0 0 100 0
0.15 0 0 100 0
0.075 0 0 100 0
pan 0
Total 8339
Aggregate :11.2-13.2mm Size Weight of samp 12263
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
mm wt.Rtg
(gm) Rtg
26.5 0 0 0 100
19 0 0 0 100.00
13.2 0 0 0 100.00
9.5 5502 44.87 44.87 55.13
4.75 1340 10.93 55.8 44.20
2.36 986 8.04 63.84 36.16
1.18 3377 27.54 91.38 8.62
 0.6 1057 8.62 100 0.00
0.3 0 0 100 0.00
0.15 0 0 100 0.00
0.075 0 0 100 0.00
pan 1
Total 12263
Tested and calculated by Checked by

HIGHWAYS RESEARCH STATION B - 19(b)

Name of Work :

GRADATION TEST Date :

Item of Work :BC Location:
Aggregate :6.7mm Size Weight of samp 7195
Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
mm wt.Rtg
(gm) Rtg
26.5 0 0 0 100
19 0 0 0 100.00
13.2 0 0 0 100.00
9.5 0 0 0 100.00
4.75 1168 16.24 16.24 83.76
2.36 1964 27.3 43.54 56.46
1.18 1142 15.87 59.41 40.59
0.6 1077 14.97 74.38 25.62
0.3 1843 25.62 100 0.00
0.15 0 0 100 0.00
0.075 0 0 100 0.00
pan 1
Total 7195

Aggregate :Quarryfines Weight of samp 7834

 Weight % of
Sieve Size % of
retained cum.wt % of passing Remarks
mm wt.Rtg
(gm) Rtg
26.5 0 0 0 100
19 0 0 0 100.00
13.2 0 0 0 100.00
9.5 0 0 0 100.00
4.75 0 0 0 100.00
2.36 1908 24.36 24.36 75.64
1.18 125 1.6 25.96 74.04
0.6 587 7.49 33.45 66.55
0.3 393 5.02 38.47 61.53
0.15 1300 16.59 55.06 44.94
0.075 2162 27.6 82.66 17.34
pan 1359
Total 7834
Tested and calculated by Checked by
7500 13500

7000 12500
6500 10500

6000 9500
 HIGHWAYS RESEARCH STATION
Name of
work:

MIX PROPORTION
Item of Work :BC
Sieve
Size
mm 19-20 mm 11.2-13.2mm 6.7mm Quarryfines

% Passing 20 % Passing 20 % Passing 28 % Passing

26.5 _ _ _ _ _ _ _
19 100.00 20.00 100.00 20.00 100.00 28.00 100.00
13.2 18.75 3.75 100.00 20.00 100.00 28.00 100.00
9.5 0.00 0.00 55.13 11.03 100.00 28.00 100.00
4.75 0.00 0.00 44.20 8.84 83.76 23.45 100.00
2.36 0.00 0.00 36.16 7.23 56.46 15.81 75.64
1.18 0.00 0.00 8.62 1.72 40.59 11.37 74.04
0.6 0.00 0.00 0.00 0.00 25.62 7.17 66.55
0.3 0.00 0.00 0.00 0.00 0.00 0.00 61.53
0.15 0.00 0.00 0.00 0.00 0.00 0.00 44.94
0.075 0.00 0.00 0.00 0.00 0.00 0.00 17.34

Max Lab
Mix Proportion for
Density in
BC
gm/cc

Tested and calculated by Checked by

 Sieve
Size
mm 19-20 mm 11.2-13.2mm 6.7mm Quarryfines

% Passing 20 % Passing 20 % Passing 28 % Passing

26.5 _ _ _ _ _ _ _
19 100.00 20.00 100.00 20.00 100.00 28.00 100.00
13.2 99.50 19.90 100.00 20.00 100.00 28.00 100.00
9.5 0.00 0.00 67.06 13.41 100.00 28.00 100.00
4.75 0.00 0.00 45.85 9.17 84.56 23.68 100.00
2.36 0.00 0.00 32.04 6.41 55.67 15.59 77.03
1.18 0.00 0.00 5.92 1.18 42.53 11.91 69.30
0.6 0.00 0.00 0.00 0.00 24.49 6.86 64.63
0.3 0.00 0.00 0.00 0.00 0.00 0.00 56.31
0.15 0.00 0.00 0.00 0.00 0.00 0.00 46.41
0.075 0.00 0.00 0.00 0.00 0.00 0.00 27.97
ATION

Quarryfines

32
bn
_
32.00 100.00
32.00 83.75 81 100 19
32.00 71.03 70 79 9
32.00 64.29 61 68 7
24.21 47.25 42 50 8
23.69 36.78 34 38 4
21.29 28.47 26 29 3
19.69 19.69 18 20 2
14.38 14.38 12 16 4
5.55 5.55 4 10 6

OBC in
%

(As
per J M
F)

Checked by
 Total
Quarryfines

32
bn
_
32.00 100.00
32.00 99.90 81 100 19
32.00 73.41 70 79 9
32.00 64.85 61 68 7
24.65 46.65 42 50 8
22.18 35.27 34 38 4
20.68 27.54 26 29 3
18.02 18.02 18 20 2
14.85 14.85 12 16 4
8.95 8.95 4 10 6
 HIGHWAYS RESEARCH STATION B - 21
Name of Work :

MIX GRADING Date :

Item of Work : BC Location:
Weight of sample : 7493
Sieve Weight % of MORTH limits Remarks
% Grading 1 Grading 2 JOBGRAD
Size retained % of wt.Rtg cum.wt
passing (50- (30-45 mm)
mm (gm) Rtg E
65mm)
26.5 _ _ _ 100 - _
19 0 0 0 100 100
13.2 315 4.21 4.21 95.79 90-100
9.5 1027 13.71 17.92 82.08 70-88
4.75 1990 26.56 44.48 55.52 53-71
2.36 489 6.52 51 49 42-58
1.18 910 12.15 63.15 36.85 34-48
0.6 402 5.36 68.51 31.49 26-38
0.3 738 9.85 78.36 21.64 18-28
0.15 641 8.55 86.91 13.09 12-20
0.075 638 8.51 95.42 4.58 4-10
pan 343 -
Total 7493
Weight of sample : 7719
Sieve Weight % of MORTH limits
% of
Size retained % of wt.Rtg cum.wt Grading 1 Grading 2 Remarks
passing
mm (gm) Rtg (50- (30-45 mm)
65mm)
26.5 _ _ _ 100 - _
19 0 0 0 100 100
13.2 264 3.52 3.52 96.48 90-100
9.5 930 12.41 15.93 84.07 70-88
4.75 1744 23.27 39.2 60.8 53-71
2.36 1050 14.01 53.21 46.79 42-58
1.18 506 6.75 59.96 40.04 34-48
0.6 1006 13.42 73.38 26.62 26-38
0.3 424 5.66 79.04 20.96 18-28
0.15 478 6.38 85.42 14.58 12-20
0.075 734 9.8 95.22 4.78 4-10
pan 583 -
Total 7719
Tested and calculated by Checked by
 HIGHWAYS RESEARCH STATION B - 10
Name of Work :

Improvements to Kangayam Kodumudi road

BINDER CONTENT TEST
Item of work :BM Date:
SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 508

Weight of Aggregate after
2 480.7
extraction (gm)
Weight of Filter Paper before
3 7.9
Extraction (gm)
Weight of Filter Paper After
4 8.1
Extraction (gm) Not with
5.4
Weight of fines on filter Paper in - in Limit
5 0.2
(4-3) (gm)
Total Weight of Aggregate after
6 480.9
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 27.1
Binder content(by wt of mix)in %
8 5.33
(7/1)*100

SN ALLOWABL REMAR
DETAILS TEST VALUE
O E VALUE KS

1 Weight of sample taken -gm(Min500 505.3

Weight of Aggregate after
2 477.6
extraction (gm)
Weight of Filter Paper before
3 7.6
Extraction (gm)
Weight of Filter Paper After
4 7.7
Extraction (gm) With in
5.4
Weight of fines on filter Paper in - Limit
5 0.1
(4-3) (gm)
Total Weight of Aggregate after
6 477.7
extraction(2+5) (gm)
7 Weight of Bitumen - (1-6) (gm) 27.6
Binder content(by wt of mix)in %
8 5.46
(7/1)*100

Observations Action Taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-22(a)
Name of Work :

GRADATION TEST
Item of work : SDBC Location : Date :
Aggregate : 11.2 - 13.2mm size Weight of sample 13116
MORTH limits
Sieve
Weight % of % of % of Grading 1 Grading 2
Size Remarks
retained(g) wt.Rtg cum.Rtg passing (35-40 (25-
mm
mm) 30mm)
26.5 __ __ __ __ 0 __
19 __ __ __ __ 100 __
13.2 __ __ __ 100 90-100 100
9.5 1233 9.4 9.4 90.6 70-90 90-100
4.75 10186 77.7 87.1 12.9 35-51 35-51
2.36 1697 12.9 100.0 0.0 24-39 24-39
1.18 15-30 15-30
0.3 9--19 9--19
0.075 3--8 3--8
pan - -
Total 13116

Aggregate : 6.7mm size Weight of sample 8227

MORTH limits
Sieve
Weight % of % of % of Grading 1 Grading 2
Size Remarks
retained(g) wt.Rtg cum.Rtg passing (35-40 (25-
mm
mm) 30mm)
26.5 0 __
19 100 __
13.2 90-100 100
9.5 100.00 70-90 90-100
4.75 3278 39.8 39.8 60.2 35-51 35-51
2.36 1514 18.4 58.2 41.8 24-39 24-39
1.18 566 6.9 65.1 34.9 15-30 15-30
0.3 1402 17.0 82.2 17.8 9--19 9--19
0.075 1468 17.8 100.0 0.0 3--8 3--8
pan - -
Total 8228

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-22(b)
Name of Work :

Item of work : Location : Date :

Aggregate : Quarry Fines Weight of sample 7302
MORTH limits
Sieve
Weight % of % of % of Grading 1 Grading 2 Remarks/
Size
retained(g) wt.Rtg cum.Rtg passing (35-40 (25- jobgrade
mm
mm) 30mm)
26.5 0 __
19 100 __
13.2 90-100 100
9.5 70-90 90-100
4.75 35-51 35-51
2.36 0 0 0 100.00 24-39 24-39
1.18 1604 22.0 22.0 78.0 15-30 15-30
0.3 3152 43.2 65.1 34.9 9--19 9--19
0.075 1352 18.5 83.6 16.4 3--8 3--8
pan 1194 - -
Total 7302

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B-23
Name of work:

MIX PROPORTION
Item of Work : SDBC Gr-11 Location: Date :
11.2 -13.2mm 6.7mm Quarry fines MORTH limits Remarks
Sieve Grading 1 Grading 2 Jobgrade
Total
Size mm % Passing 50 % Passing 25 % Passing 25 35-40 mm 25-30 mm

26.5 - - - - - - - 0 __
19 - - - - - - - 100 __
13.2 100.00 50.00 100.00 25.00 100.00 25.00 100.00 90-100 100
9.5 90.60 45.30 100.00 25.00 100.00 25.00 95.30 70-90 90-100
4.75 12.94 6.47 60.16 15.04 100.00 25.00 46.51 35-51 35-51
2.36 0.00 0.00 41.76 10.44 100.00 25.00 35.44 24-39 24-39
1.18 0.00 0.00 34.88 8.72 78.04 19.51 28.23 15-30 15-30
0.3 0.00 0.00 17.84 4.46 34.88 8.72 13.18 9--19 9--19
0.075 0.00 0.00 0.00 0.00 16.36 4.09 4.09 3--8 3--8
pan - - - - - - - - -
OBC in %
Mix Proportion for SDBC Max Lab Density in gm/cc Remarks
(As per J M F)

Tested and Calculated by Checked by

 HIGHWAYS RESEARCH STATION B-24
Name of work:

MIX GRADING
Item of Work : SDBC Location: Date :
Weight of sample : 9729
Sieve Size Weight % of % of % of MORTH limits Remarks
mm retained wt.Rtg cum.Rtg passing Grading 1 Grading 2 (JOB-
(gm) (35-40 mm) (25- GRADE)
30mm)
26.5 __
19 100 100 __
13.2 0 0.00 0.00 100 90-100 100
9.5 941 9.67 9.67 90.33 70-90 90-100
4.75 4810 49.44 59.11 40.89 35-51 35-51
2.36 1184 12.17 71.28 28.72 24-39 24-39
1.18 1067 10.97 82.25 17.75 15-30 15-30
0.3 451 4.64 86.89 13.11 9--19 9--19
0.075 686 7.05 93.94 6.06 3--8 3--8
pan 590 - -
Total 9729
Weight of sample : 6776
Sieve Size Weight % of % of % of MORTH limits
mm retained wt.Rtg cum.Rtg passing Grading 1 Grading 2 Remarks
(gm) (35-40 mm) (25-
30mm)
26.5 0 __
19 100 100 __
13.2 0 0.00 0.00 100 90-100 100
9.5 402 5.93 5.93 94.07 70-90 90-100
4.75 3610 53.28 59.21 40.79 35-51 35-51
2.36 597 8.81 68.02 31.98 24-39 24-39
1.18 854 12.60 80.62 19.38 15-30 15-30
0.3 648 9.57 90.19 9.81 9--19 9--19
0.075 403 5.95 96.14 3.86 3--8 3--8
pan 262 - -
Total 6776

Tested and calculated by Checked by

HIGHWAYS RESEARCH STATION B-25
Item of Work : Pre Mix Carpet with Seal Coat

S.NO Surveillance Observations

1 Spread layer thickness is acceptable

2 Temperature at break down rolling is within specifications

3 Check Lines and levels at frequent intervals

Quality Control Test and Frequency

S.NO Test Frequency

Two Samples per lot / Some Test as directed by the

1 Quality of bituminous binder
Engineer

2 Aggregate impact Value One test per 50 m³ of aggregates

3 Flakiness & Elongation Index One test per 50 m³ of aggregates

4 Water absorption of aggregate One test for each source

5 Mix grading Minimum of two tests Per day

6 Stripping Value One test for each Source

7 Temperature of binder at application At regular intervals

8 Binder Content Two tests per day

 HIGHWAYS RESEARCH STATION B-26
Name of Work :

Improvements to Kangayam Kodumudi road

GRADATION TEST Date :
Item of work: Location :
TRIAL I
Size of
Sieve Weight % of MORTH
Metal % of wt. % of % of Remarks
Size mm retained cum.wt limits
in mm Rtg passing passing
(gm) Rtg

Wt of sample taken 5431

22.4 0 0 0 100 100

13.2 11.2 5431 100 100 0 0

Pan 0 100 100 0 -

Wt of sample taken 4416

13.2 0 0 0 100 100

11.2 5.6 4416 100 100 0 0

pan 0 100 100 0 -

Wt of sample taken 3360

11.2 0 0 0 100 100

6.7 2.36 3360 100 100 0 0

pan 0 100 100 0 -

Note :
Binder content Required :

Unit weight of Aggregate :

Based on unit wt of Aggregate the

Binder content required for PC with SC :
 Observations Action Taken

Tested and calculated by Checked by

Determination of Binder Content for PC& SC by unit weight of Aggregates

DATE
Division : Erode (H) C&M Division ( ISO 9001-2008 certified)
Sub Division : Kodumudi (H) Sub Division
Section : Kodumudi (H) Section
Name of work :

Determinalum of Unit weight of Aggregate

(All weight in Gram)

13.20mmmetal 11.20mm metal 6.70mm metal
Details
after Before after Before after
Before ramming
ramming ramming ramming ramming ramming

Weight of Empty container 1566 1566 1566 1566 1566 1566

Wt. of container &

Aggregate 3346 3545 3287 3363 3169 3305

weight of Aggregate 1780 1979 1721 1797 1603 1739

Volume of Container 1170 1170 1170 1170 1170 1170

Unit wieght of Aggregate 1.521 1.691 1.471 1.536 1.370 1.486

Av. weight of Aggregate 1.606 1.503 1.428

Determination of Binder

Unit weight of
Velume of Weight of weight of
Item of work Kind of metal weight of bitumen in
Aggregate aggregate Bitumen
aggregate kg/m³

13.20mm 1.606 0.18 289.15 52 9.50

Premix carpet
11.20mm 1.503 0.09 135.31 56 5.10

combined total 0.27 424.46 14.60

Seal Coat 6.70mm 1.428 0.09 128.54 9.8 9.80

Binder Content by weight of Aggregates for PC : (14.60/ 424.46)*100 = : 3.44

Binder content by weight of mix for PC : : 3.32

(100-3.44) x 3.44 / 100 =
Binder Content by width of Aggregates for SC : 100 x 9.8 / 128.54 = : 7.62
Binder content by weight of mix for SC : (100-7.62)x7.62/100 = : 7.04
Binder Content by weight of Aggregate for
: 1/4x((3x3.44)+ 7.62) = : 4.49
PC& SC

Binder content by weight of mix for PC & SC : : 4.25

1/4*((3*3.32)+7.04)=
 container

1562 1567

13.20mm
3300 3350 3500 3580

11.20mm
3250 3290 3350 3450

6.70mm
3150 3240 3300 3340
 HIGHWAYS RESEARCH STATION B - 4 (I)

Name of Work :

BITUMEN PENETRATION TEST

Grade of Bitumen : Source :
Item of work : Location:
Date :

S.No Description Test Value

Pouring temperature, 'c

1 78
(not more than 90°C)
Period of cooling in
2 1.35
atmosphere,minutes(1½ h to 2h)
Room temperature , 'c (15 to
3 28
30°)
Period of cooling in water
4 bath ,minutes (@25.0±0.1°C for 1.45
1½ to 2h)
Actual test temperature,
5 24.9
'c( @ 25.0±0.1˚C)

Penetrometer Sample No. Sample No.

dial reading Test Test Test Mean Test Test Test Mean
(mm) 1 2 3 value 1 2 3 value

Initial

Final
Penetration
Value in 5
Seconds(1/10)
mm
Mean
Penetration
value

Grade of
Test Value Allowable Limit
Bitumen
Tested and calculated by Checked by
 B-4
HIGHWAYS RESEARCH STATION (II)
Name of Work :

Improvements to Kangayam Kodumudi road

SOFTENING POINT TEST
Grade of Bitumen : Source :
Item of work : Location :
Date :

S.No Description Test Value

Approximate Softening Point

1
(°C)

2 Period of air cooling minutes

Period of cooling in water

3
bath minutes

Sample No.1 Sample No.2

Ball No Ball No
Test Property
1 2 1 2
Temp at which
sample touch
bottom plate
(°C)

Mean value-
Softening Point

Grade of
Test Value Allowable Limit
Bitumen

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 4 (III)
Name of Work :

COATING AND STRIPPING TEST OF AGGREGATES

Item of Work : Location :
Date :
Description Particulars

Type and Size of aggregate: 20 mm Passing 12.5 mm retained

Grade of Bitumen

Percentage of binder used:

Total weight of aggregate:

Total weight of binder:

Temp. of water bath:

(40˚C±1˚ for 24 h)

Number of Observations 1 2 3

Stripping Value in %
(Retained coating)

Average value

Item of Work Stripping Value Permissible Limit

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 5 (I)
Name of Work :

WATER ABSORPTION TEST

Item of work : Location :
Type of Material : Coarse Aggregate Date :

S.N Allowable
Description I II Remarks
o Limit

Weight of oven dry sample at 100°C - 110

1
°C for 24 hours - W1 gm
Weight of saturated surface dry metal after
immersion in Distilled water kept in a
2
water Bath for 24 hours @ 22 ° C - 30° C -
W2 gm

3 Increase in Weight( W2 -W1) gm

Percentage of Absorption
4 [(W2-W1)/ W1] *100
%

Average Value in %

Observations Action Taken

Tested and calculated by Checked by

 HIGHWAYS RESEARCH STATION B - 5 (II)
Name of Work :

AGGREGATE IMPACT VALUE

Item of Work : Location :
Size of aggregate: 12.5 mm passing 10mm retained Date :
1 2 3 4 5 6
Wt.Contain Wt.Aggregat Aggregate
er (gm) Wt.Contain e before Wt.Aggrega Wt.Aggregat Impact
Sample
er + compaction te retained e Passing on Value %
No
(gm) on 2.36mm 2.36 mm
Aggregate (2-1) sieve (gm) sieve (gm) (5/3) *
(gm) (3-4) 100

II

Average Value in % =

Allowable Limit in % =

Observations Action Taken

Tested and Calculated By Checked By

 HIGHWAYS RESEARCH STATION
Name of Work :

COMBINED FLAKINESS AND ELONGATION INDEX TEST Date :

Item of Work : Location :
Sieve Size mm (1) Flakiness Index Test Elongation Index Test
Total Weight of Weight Passsing
Weight of Non-Flaky
Passing Retained Agg.Sample (gm) Flakiness Gauge(gm)
material(gm) (4)=(2)-(3)
(2) (3)
63 50
50 40
40 31.5
31.5 25
25 20
20 16
16 12.5
12.5 10
10 6.3
Total
Percentage of Flakiness Index (A) -- (3) / (2) * 100 =

Percentage of Elongation Index (B) -- (5) / (4) * 100 =

Combined F.I & E. index = A+B Allowable Limit

Tested and calculated by Checked by

 B - 5 (III)

longation Index Test

Weight of Aggregate
retained on Elongation
Gauge (5)

Remarks

Checked by
 HIGHWAYS RESEARCH STATION A-23
Name of Work :

19251 13000 25000

MIX GRADING
Item of Work : WMM Location : Date :
Weight
Sieve Size % of % of % of MORTH
Retained Specifications Remarks
mm wt.Rtg cum.wt.Rtg Passing
gm
53 mm 0 0.00 0.00 100.00 100
45 mm 350 1.82 1.82 98.18 95-100
22.4 mm 6690 34.75 36.57 63.43 60-80
11.2 mm 4158 21.60 58.17 41.83 40-60
4.75 mm 1475 7.66 65.83 34.17 24-40
2.36 mm 3588 18.64 84.47 15.53 15-30
600 micron -912 -4.74 79.73 20.27 8-22
75 micron 3548 18.43 98.16 1.84 0-8
Pan 3902
Total 19251
Location :
Weight
Sieve Size % of % of % of MORTH
Retained Specifications Remarks
mm wt.Rtg cum.wt.Rtg Passing
gm
53 mm 0 0.00 0.00 100.00 100
45 mm 350 1.82 1.82 98.18 95-100
22.4 mm 6690 34.75 36.57 63.43 60-80
11.2 mm 4158 21.60 58.17 41.83 40-60
4.75 mm 1475 7.66 65.83 34.17 24-40
2.36 mm 3588 18.64 84.47 15.53 15-30
600 micron -912 -4.74 79.73 20.27 8-22
75 micron 3548 18.43 98.16 1.84 0-8
Pan 354
Total 19251

Observations Action Taken

Tested and calculated by Checked by

 1 wt of sand before 19755 19700
2 wt of sand after 16689
3 wt of sand in cone 3066

4 Vol of container 7857

5 wt sand after 5477
6 wt sand to fill the CC 11212
7 Bulk density 1.427 1.42

8 wt of soil from hole 18771

9 wt of sand after poring in to the hole 6485
10 wt of sand in hole 10204
11 vol of hole 7151 7100
12 Bulk density of soil 2.625 2.37

13 wt of container 160
14 wt of container+ wet soil 342
15 wt of container+ dry soil 329
16 wt of water 13
17 wt of dry soil 169 200
18 Moisture content 7.69 6
19 Field dry density 2.438
20 Degree of compaction 99.27 100

JMF MDD 2.456

19800

1.43

7300
2.9

250
7

101
 QUALITY CONTROL TEST
DIVISION : DATE
SUB.DIVISION :
SECTION :
NAME OF WORK :

LOCATION :
SIZE OF METAL :
IMPACT TEST

(sample passing 12.50mm&retaining 10mm)

DETAILS TRIAL-1 TRIAL-2 AVERAGE LIMIT

Wt. of aggregate with container 889 875

Wt. of Empty container 565 565

Wt. of aggregate before test 324 310

Wt. of aggregate after test 248.1 242.6

Wt. of fine passing through 2.36mm 75.9 67.4

% of Impact value 23.43 % 21.73 % 22.58 % 30%

ASSISTANT DIVISIONAL ENGINEER ASSISTANT ENGINEER