DIME - Test Summary

Summary for Test 2026-06-18-33-9

Test performed: AASHTO T30-25

Project Identifiers	Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168
DIST-CO-RTE-PM	08-RIV-74-27.5/34.3
Award Date	08/11/2025
Closeout Date	Not set
Work Description	RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location Description	RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
QA Service Level	1 (Verified on 09/02/2024)

Sample Taken Date	06/18/2026	Sample Unique Key	33
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	06/19/2026
Sample type	Verification	A brief description of the sample	JMF 3/4" RHMA-G 0.5% LAS PG64-16RB
The quantity of what the sample constitutes	4 Bags of Combined Agg, 1 Can of Crum rubber, 1 Can of Hi-Nat	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Dylan	Last name of sampler or witnessed by	Nault
Title of sampler		Telephone number of sampler
Laboratory sample identification	0349G-26	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Martin Marrietta Lake Elsinore	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)	91-33-0098
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	Belt Cut at Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	53418180T3	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2026-06-18-33

DIME Test ID: 2026-06-18-33-9

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2026-07-23

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

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: Calculated

Tester's full name: Kennedy Eubany

Date of test: 06/24/2026

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 97 %

Cumulative percent passing the 1/2 in. sieve: 87 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 35 %

Cumulative percent passing the #8 sieve: 25 %

Cumulative percent passing the #16 sieve: 17 %

Cumulative percent passing the #30 sieve: 12 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 4.8 %

General comments (publicly viewable) (Max 1000 characters): T30, Trial #1, Oven #5

Test was verified on 7/23/2026 ✔