Combined Gradation Report

Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-21
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch

Subsample

Material

DIME Sample ID

Test Method

Percentage

Other

1

Aggregate

2024-07-28-11

AASHTO T27-14

Percentage 75 %

Total WT 5319 g

Fine Agg WT 510.7 g

2

Reclaimed Asphalt Pavement

2024-07-28-12

AASHTO T30-19

Percentage 25 %

Total WT 1701.4 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"

0.010075.00.0010025.0

100

-

1½"

0.010075.00.0010025.0

100

-

1"

0.010075.00.0010025.0

100

100 100 - 100

¾"

0.010075.09.409924.9

100

98 93 - 100

½"

634.08866.1265.3-0.18421.1

87

90 84 - 96

⅜"

1,852.06548.9500.3-17017.4

66

68 -

No. 4

3,346.03727.8808.7-15112.9

41

42 37 - 47

No. 8

183.52417.81,036.9-0.9389.5

27

29 24 - 34

No. 16

289.31612.11,222.5-0.8276.8

19

19 -

No. 30

355.7118.41,356.0-1.2194.8

13

13 9 - 17

No. 50

401.286.01,451.3-0.8143.5

9

9 -

No. 100

432.564.31,514.1-0.7102.6

7

7 -

No. 200

453.74.13.11,554.7-0.68.02.0

5.1

4.8 2.8 - 6.8

General comments

Gradation By: Colt Sweeny
Report Comment: Cloning from Combined Gradation-2024-08-18,
Published By: Colt Sweeny
Published Date: 2024-08-27
Published Comment: Used old Shasta Ranch target values instead of Latona Agg. on previous Combined Gradation Report 2024-08-18. Please discard. Corrected and still a passing gradation. New CGR 2024-08-21.