Combined Gradation Report

Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-18
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch

Subsample

Material

DIME Sample ID

Test Method

Percentage

Other

1

Aggregate

2024-07-01-70

AASHTO T27-14

Percentage 85 %

Total WT 5176.7 g

Fine Agg WT 518.7 g

2

Reclaimed Asphalt Pavement

2024-07-01-71

AASHTO T30-19

Percentage 15 %

Total WT 1621.4 g

Correction Factor: Yes

Combined Gradation

100 %

Target Value

Specification Limits

(Target Value ± Tolerance)

Sieve Size

WT RET% PASS% USEDWT RETCF% PASS% USED
% PASS

% PASS

% PASS

2"

0.010085.00.0010015.0

100

-

1½"

0.010085.00.0010015.0

100

-

1"

0.010085.00.0010015.0

100

100 100 - 100

¾"

152.09782.50.0010015.0

98

98 93 - 100

½"

1,114.07866.746.8-0.19714.6

81

82 76 - 88

⅜"

1,864.06454.4157.9-28813.2

68

70 -

No. 4

3,033.04135.2600.6-0.4639.4

45

47 42 - 52

No. 8

171.72823.5891.10.5466.8

30

30 25 - 35

No. 16

278.71916.31,061.5-0.2345.1

21

20 -

No. 30

360.91310.71,179.9-0.7274.0

15

14 10 - 18

No. 50

412.687.21,277.1-1203.0

10

8 -

No. 100

452.954.51,335.2-0.9172.5

7

5 -

No. 200

477.43.32.81,381.4-0.814.02.1

4.9

3.5 1.5 - 5.5

General comments

Gradation By: Colt Sweeny
Report Comment: Cloning from Combined Gradation-2024-07-17,
Published By: Colt Sweeny
Published Date: 2024-07-16
Published Comment: Cloning from Combined Gradation-2024-07-17