Combined Gradation Report

Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-06-5
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch

Subsample

Material

DIME Sample ID

Test Method

Percentage

Other

1

Aggregate

2024-05-20-127

AASHTO T27-14

Percentage 75 %

Total WT 4956 g

Fine Agg WT 448 g

2

Hot Mix Asphalt

2024-05-20-125

AASHTO T30-19

Percentage 25 %

Total WT 1986 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

100 -

1½"

0.010075.00.0010025.0

100

100 -

1"

0.010075.00.0010025.0

100

100 100 - 100

¾"

514.29067.222.20.29924.8

92

91 86 - 96

½"

1,274.37455.7143.3-5.18821.9

78

77 71 - 83

⅜"

1,814.96347.5304.6-5.18019.9

67

70 -

No. 4

3,163.33627.1654.7-6.56115.1

42

44 39 - 49

No. 8

186.22115.9884.5-35213.1

29

29 24 - 34

No. 16

265.21511.11,110.9-2.44210.4

21

21 -

No. 30

316.5118.01,307.1-2.4327.9

16

15 11 - 19

No. 50

355.675.61,490.0-2.7225.6

11

10 -

No. 100

385.553.81,650.2-2.5143.6

7

6 -

No. 200

405.63.42.61,773.9-2.18.62.1

4.7

3.3 1.3 - 5.3

General comments

CF-R84 Coldfeed

CF-R82 RAP

Gradation By: Derek Carrington
Report Comment: Sample Tested at the Olancha Lab, Data entered at the Main Lab
Published By: Derek Carrington
Published Date: 2024-05-20
Published Comment: Sample Tested at The Olancha Lab, the Data was entered at the Main Lab