DIME - Test Summary

Summary for Test 2021-03-19-3-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215150 DEA: 120P0304 EFIS: 1215000024
DIST-CO-RTE-PM	12-ORA-74-11.5/16.6
Award Date	11/13/2020
Closeout Date	Not set
Work Description	PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location Description	ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
QA Service Level	1 (Verified on 12/10/2020)

Sample Taken Date	03/19/2021	Sample Unique Key	3
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	03/22/2021
Sample type	Verification	A brief description of the sample	JMF 3/4" WMA-A-SP R25, 0.25% Evotherm
The quantity of what the sample constitutes	3 Bags of Coldfeed Aggregate , 1 Bag of RAP	From where was the sample collected	Distributor
First name of sampler or witnessed by	RJ Noble Orange	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0167A-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	RJ 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 or name of Pit)	91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample	3/4 WMA-A-SP R25	The fabricator/manufacturer designation for the sample
The plant number	36R2508SPWEC	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	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-03-19-3

DIME Test ID: 2021-03-19-3-1

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: 2021-04-09

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?: No

Input Type: Calculated

Tester's full name: Larry Diaz

Date of test: 03/26/2021

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: 79 %

Cumulative percent passing the 3/8 in. sieve: 63 %

Cumulative percent passing the #4 sieve: 46 %

Cumulative percent passing the #8 sieve: 31 %

Cumulative percent passing the #16 sieve: 21 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 5.1 %

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

Test was verified on 4/9/2021 ✔