DIME - Test Summary

Summary for Test 2022-03-10-25-1

Test performed: AASHTO T27-14

Sample Taken Date	03/10/2022	Sample Unique Key	25
Date that the sample was received by the laboratory/organization performing the testing	03/16/2022	Sample type	Department Acceptance
A brief description of the sample	3/4 HMA-A	The quantity of what the sample constitutes	1180 tons
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Victor
Last name of sampler or witnessed by	Pham	Title of sampler
Telephone number of sampler	2137924794	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	granite- santa paula
Transportation Laboratory (TL) Number	0310C1	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-19-0046
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A	The fabricator/manufacturer designation for the sample	mix 13762
The plant number		A detailed description of where the material sample was collected	belt cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-03-10-25

DIME Test ID: 2022-03-10-25-1

Testing Lab: CT D07 - Plant Services, Unit 1841

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2022-04-07

What type of gradation is being tested?: HMA Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Measured

Tester's full name: A.Truong

Date of test: 03/16/2022

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	6671.0 grams
2 in. sieve	grams	%
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	0.0 grams	100 %
3/4 in. sieve	134.5 grams	98 %
1/2 in. sieve	1826.4 grams	72.6 %
3/8 in. sieve	2479.1 grams	62.8 %
#4 sieve	3567.2 grams	46.5 %
#8 sieve	117.5 grams	32.4 %
#16 sieve	201.0 grams	22.4 %
#30 sieve	260.2 grams	15.3 %
#50 sieve	309.3 grams	9.4 %
#100 sieve	347.9 grams	4.8 %
#200 sieve	364.1 grams	2.83 %
Cumulative mass retained on the pan	grams

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Test was verified on 4/7/2022 ✔