DIME - Test Summary

Summary for Test 2022-05-10-32-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
DIST-CO-RTE-PM	07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date	05/27/2016
Closeout Date	08/01/2023
Work Description	CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description	LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level	1 (Verified on 03/16/2016)

Sample Taken Date	05/10/2022	Sample Unique Key	32
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	05/16/2022
Sample type	Department Acceptance	A brief description of the sample	1x4 Aggregates
The quantity of what the sample constitutes	130	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Zaid	Last name of sampler or witnessed by	Abdelkhaliq
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	SECURITY PAYMENT -LA MERIDA	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)	91-33-0035
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Conveyor Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-05-10-32

DIME Test ID: 2022-05-10-32-1

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2022-06-01

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate

Individual or cumulative mass retained on each sieve?: Individual 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: Zaid Abdelkhaliq

Date of test: 05/31/2022

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: 94 %

Cumulative percent passing the 1/2 in. sieve: 74 %

Cumulative percent passing the 3/8 in. sieve: 60 %

Cumulative percent passing the #4 sieve: 19 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 6/1/2022 ✔