DIME - Test Summary

Summary for Test 2020-07-20-11-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214695 DEA: 120R8604 EFIS: 1219000048
DIST-CO-RTE-PM	12-ORA-5-28.3/31.8
Award Date	04/02/2020
Closeout Date	01/04/2021
Work Description	COLD PLANE AC PVMT AND PLACE RHMA.
Location Description	ORANGE COUNTY IN TUSTIN AND SANTA ANA FROM TUSTIN RANCH ROAD UNDERCROSSING TO GRAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 12/10/2020)

Sample Taken Date	07/20/2020	Sample Unique Key	11
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	07/28/2020
Sample type	Verification	A brief description of the sample	PSUE 1/2" RWMA-G-SP 0.25% Evo
The quantity of what the sample constitutes	3 Bags Coldfeed aggregate	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	0464G-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	R J Noble Orange	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)	91-33-0014/ 91-33-0035
The fabricator's/manufacturer's product name for the sample	1/2 RWMA-G-SP	The fabricator/manufacturer designation for the sample
The plant number	50R003ARSPWEO	A detailed description of where the material sample was collected	Belt Cut at RJ Noble Orange 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: 2020-07-20-11

DIME Test ID: 2020-07-20-11-1

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: 2020-08-03

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: Satish Jain, Sebastian Ferrer

Date of test: 07/29/2020

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: 81 %

Cumulative percent passing the #4 sieve: 37 %

Cumulative percent passing the #8 sieve: 22 %

Cumulative percent passing the #16 sieve: 15 %

Cumulative percent passing the #30 sieve: 11 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 4.2 %

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

Test was verified on 8/3/2020 ✔