DIME - Test Summary

Summary for Test 2022-04-20-39-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 993398 DEA: 07319204 EFIS: 0716000020
DIST-CO-RTE-PM	07-LA-91,105,110,405-Various
Award Date	01/05/2022
Closeout Date	08/25/2022
Work Description	COLD PLANE, AND PLACE RUBBERIZED HMA AND RUMBLE STRIPS.
Location Description	LOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 12/06/2021)

Sample Taken Date	04/20/2022	Sample Unique Key	39
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	04/26/2022
Sample type	Verification	A brief description of the sample	PSUE 1/2" RWMA-G-SP 0.35% Evotherm
The quantity of what the sample constitutes	4 Bags Agg., 1 Bag CRM, 1 Bag Hi-Nat	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
Laboratory sample identification	0253G-22	Linked DIME Sample ID
The fabricator/manufacturer/facility name	All American Asphalt-Irvine	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	108836	A detailed description of where the material sample was collected	Belt Cut at All American Irvine Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-04-20-39

DIME Test ID: 2022-04-20-39-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2022-06-21

What type of gradation is being tested?: Combined 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: Calculated

Tester's full name: David Padilla/ Corey Hicks

Date of test: 05/02/2022

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 95 %

Cumulative percent passing the 3/8 in. sieve: 82 %

Cumulative percent passing the #4 sieve: 38 %

Cumulative percent passing the #8 sieve: 23 %

Cumulative percent passing the #16 sieve: 14 %

Cumulative percent passing the #30 sieve: 10 %

Cumulative percent passing the #50 sieve: 6 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 3.4 %

General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 6/21/2022 ✔