DIME - Test Summary

Summary for Test 2022-09-20-24-1

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	09/20/2022	Sample Unique Key	24
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	09/21/2022
Sample type	Department Acceptance	A brief description of the sample	PCC Aggregate
The quantity of what the sample constitutes	3 Bags of Aggs	From where was the sample collected	Source
First name of sampler or witnessed by	Avo	Last name of sampler or witnessed by	Karajian
Title of sampler	TET	Telephone number of sampler	12137986076
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving Company - La Mirada	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)	91-19-0025
The fabricator's/manufacturer's product name for the sample	Hanson - Irwindale	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	fine
The concrete mix design number	G3-19-PCC-001	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-09-20-24

DIME Test ID: 2022-09-20-24-1

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: 2022-09-22

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: Avo Karajian

Date of test: 09/21/2022

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

Cumulative percent passing the #4 sieve: 96 %

Cumulative percent passing the #8 sieve: 84 %

Cumulative percent passing the #16 sieve: 70 %

Cumulative percent passing the #30 sieve: 49 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 2 %

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

Test was verified on 9/22/2022 ✔