DIME - Test Summary

Summary for Test 2020-08-30-2-3

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 209141 DEA: 07215954 EFIS: 0700001835
DIST-CO-RTE-PM	07-LA-5-0.0/7.6
Award Date	04/24/2014
Closeout Date	07/14/2022
Work Description	WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description	LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
QA Service Level	1 (Verified on 06/02/2014)

Sample Taken Date	08/30/2020	Sample Unique Key	2
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	09/03/2020
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-R15 0.5% LAS
The quantity of what the sample constitutes	4 Bags Of Coldfeed Agg., 2 Bags Of Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Julio	Last name of sampler or witnessed by	Martinez
Title of sampler		Telephone number of sampler
Laboratory sample identification	0523-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials	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)	91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	220805A IRW VLO	A detailed description of where the material sample was collected	Belt Cut at Vulcan Irwindale 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: 2020-08-30-2

DIME Test ID: 2020-08-30-2-3

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2020-09-10

What size aggregate is being tested?: Combined Gradation

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

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Satish Jain, Sebastian Ferrer

Date of test: 09/09/2020

Cumulative percent passing the 3 in. sieve: 100 %

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

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: 84 %

Cumulative percent passing the 3/8 in. sieve: 75 %

Cumulative percent passing the #4 sieve: 55 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 26 %

Cumulative percent passing the #30 sieve: 18 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 5.3 %

General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied

Test was verified on 9/10/2020 ✔