DIME - Test Summary

Summary for Test 2022-06-11-24-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214671 DEA: 07303904 EFIS: 0714000044
DIST-CO-RTE-PM	07-LA-10-31.2/37.2
Award Date	11/25/2020
Closeout Date	10/11/2023
Work Description	LANE REPLACEMENT
Location Description	LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level	1 (Verified on 01/21/2021)

Sample Taken Date	06/11/2022	Sample Unique Key	24
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	06/20/2022
Sample type	Department Acceptance	A brief description of the sample	recycled material
The quantity of what the sample constitutes	725	From where was the sample collected	Distributor
First name of sampler or witnessed by	Luis	Last name of sampler or witnessed by	Acosta
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Durbin	Transportation Laboratory (TL) Number	19256
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)	I-10 Crusher Ontario
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	belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	G3-22-LRS-271R	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-11-24

DIME Test ID: 2022-06-11-24-1

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: 2022-09-01

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: Luis Acosta

Date of test: 07/01/2022

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: 72 %

Cumulative percent passing the 3/8 in. sieve: 61 %

Cumulative percent passing the #4 sieve: 46 %

Cumulative percent passing the #8 sieve: 38 %

Cumulative percent passing the #16 sieve: 33 %

Cumulative percent passing the #30 sieve: 27 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 12 %

Cumulative percent passing the #200 sieve: 7.8 %

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

Test was verified on 9/1/2022 ✔