DIME - Test Summary

Summary for Test 2024-03-13-19-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994591 DEA: 081J6704 EFIS: 0818000090
DIST-CO-RTE-PM	08-RIV-15-9.4/16.3
Award Date	05/04/2023
Closeout Date	Not set
Work Description	MINOR CONCRETE, MODIFYING SIGNAL AND LIGHTING SYSTEMS, HMA AND JPCP.
Location Description	RIVERSIDE COUNTY IN MURRIETA AND WILDOMAR AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF MURRIETA HOT SPRINGS ROAD OVERCROSSING TO BUNDY CANYON ROAD UNDERCROSSING.
QA Service Level	1 (Verified on 06/20/2023)

Sample Taken Date	03/13/2024	Sample Unique Key	19
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	03/13/2024
Sample type	Department Acceptance	A brief description of the sample	3/4" HMA-A
The quantity of what the sample constitutes	1 Bags of Aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Mohammed	Last name of sampler or witnessed by	Haque
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	All American Asphalt - Corona	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-33-0005
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 AAA - Corona
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	105927

DIME Sample ID: 2024-03-13-19

DIME Test ID: 2024-03-13-19-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

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

Test Release Date: 2024-03-15

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?: Yes

Input Type: Calculated

Tester's full name: Mohammed Haque

Date of test: 03/14/2024

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: 95 %

Cumulative percent passing the 1/2 in. sieve: 81 %

Cumulative percent passing the 3/8 in. sieve: 68 %

Cumulative percent passing the #4 sieve: 39 %

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: 7 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 3.1 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/15/2024 ✔