DIME - Test Summary

Summary for Test 2020-10-05-39-2

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	10/05/2020	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	10/06/2020
Sample type	Quality Control	A brief description of the sample	rock and sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Julian	Last name of sampler or witnessed by	Carmona
Title of sampler	QC Field Technician	Telephone number of sampler	Unknown
Laboratory sample identification	Mix G3-15-590-3600	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Security Paving - Florance	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	00-0000
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-19-0025::IRWINDALE
The fabricator's/manufacturer's product name for the sample	set 1	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Batch Plant
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	G3-15-590-3600	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-10-05-39

DIME Test ID: 2020-10-05-39-2

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2020-12-21

What size aggregate is being tested?: Fine Aggregate

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: Alexis Balandra

Date of test: 10/06/2020

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 96 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 71 %

Cumulative percent passing the #30 sieve: 50 %

Cumulative percent passing the #50 sieve: 24 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 12/21/2020 ✔