DIME - Test Summary

Summary for Test 2026-05-12-52-1

Test performed: AASHTO T30-25

Sample Taken Date	05/12/2026	Sample Unique Key	52
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	05/12/2026
Sample type	Quality Assurance	A brief description of the sample	3/4 HMA SP R25
The quantity of what the sample constitutes	0-750 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Jesse	Last name of sampler or witnessed by	Gomez
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Santa Paula	Transportation Laboratory (TL) Number
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		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	deposited pile @ plant
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	1
Sublot number	5	Aggregate Mix Number	14851

DIME Sample ID: 2026-05-12-52

DIME Test ID: 2026-05-12-52-1

Testing Lab: CT D05 - Carpinteria Field Laboratory

Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Test Release Date: 2026-06-04

Individual or cumulative mass retained on each sieve?: Cumulative

Has the fine aggregate sample been reduced?: No

Is an aggregate correction factor used?: Yes

Was the aggregate obtained using ASTM D8159?: No

Input Type: Measured

Tester's full name: Bryan Stewart

Date of test: 05/12/2026

Total mass of material in the sample: 2099.2 grams

Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 3/4 in. sieve (% passing): -0.6 %

Aggregate correction factor for the 1/2 in. sieve (% passing): -0.5 %

Aggregate correction factor for the 3/8 in. sieve (% passing): -2.2 %

Aggregate correction factor for the #4 sieve (% passing): -1.0 %

Aggregate correction factor for the #8 sieve (% passing): -0.7 %

Aggregate correction factor for the #16 sieve (% passing): -0.8 %

Aggregate correction factor for the #30 sieve (% passing): -1.1 %

Aggregate correction factor for the #50 sieve (% passing): -1.1 %

Aggregate correction factor for the #100 sieve (% passing): -0.8 %

Aggregate correction factor for the #200 sieve (% passing): -0.5 %

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Test was verified on 6/4/2026 ✔