Combined Gradation Report

Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-05-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2022-3)

Subsample

Material

DIME Sample ID

Test Method

Percentage

Other

1

Aggregate

2024-03-19-57

AASHTO T27-14

Percentage 75 %

Total WT 5047.3 g

Fine Agg WT 458.7 g

2

Reclaimed Asphalt Pavement

2024-03-19-58

AASHTO T30-19

Percentage 25 %

Total WT 1572.4 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"

0.010075.00.00.210025.0

100

98 93 - 100

½"

463.09168.190.40.29423.6

92

90 84 - 96

⅜"

1,679.06750.1273.8-18220.4

70

67 -

No. 4

3,232.03627.0654.4-0.45814.5

41

42 37 - 47

No. 8

168.62317.1915.4-0.44110.3

27

29 24 - 34

No. 16

262.11511.61,100.3-0.5307.4

19

17 -

No. 30

318.3118.31,224.4-0.8215.3

14

13 9 - 17

No. 50

355.286.11,316.9-0.7163.9

10

9 -

No. 100

381.864.51,386.8-0.8112.8

7

6 -

No. 200

398.34.73.61,434.9-0.68.12.0

5.6

4.8 2.8 - 6.8

General comments

P1=100.%, P¾=100.%, P½=91%, P№4=36%, P№8=23%, P№30=11%, P№200=4.7%

Psr1=100.%, Psr¾=100.%, Psr½=94%, Psr№4=58%, Psr№8=41%, Psr№30=21%, Psr№200=8.1%

Gradation By: Ward Jenkins
Report Comment: JMF 22-01-P10
Published By: Ward Jenkins
Published Date: 2024-05-09
Published Comment: JMF 22-01-P10